Tender For Removing The Damaged Pressed Tiles And Replacing The New Pressed Tiles On Open Terrace, Micro Concrete Work For Damaged Column At Aulmigu Mariyamman Temple
Tender Value
22.74 Lakhs
Estimated cost
Bid Submission
16 Sep 2026
0 days left
EMD
21400
Bank guarantee accepted
Document Fee
Ref. Documents
Non-refundable
Tender Type
Online
Tender Overview
Organization
Tender ID
Competition Type
NCB
Bidding Type
Tender
Location / State
Dindigul → Tamil Nadu
EMD Exemption
Not Available
Quantity
Not Available
Website
Contact Person
Address
Project Description
Tender for Removing The Damaged Pressed Tiles And Replacing The New Pressed Tiles On Open Terrace, Micro Concrete Work For Damaged Column At Aulmigu Mariyamman Temple
BOQ
| Sl. No. | Item Description |
| 1 | Dismantling, clearing away carefully stacking materials useful for re-use for any thickness of walls |
| 2 | Dismantling RCC by manual / by using deploying machineries |
| 3 | One Course of Pressed Tile Roof finish in cement mortar |
| 4 | Finishing the top of roof with one course of machine pressed tiles of following size of approved quality set in Cement Mortar 1:3 (One Cement and Three Crushed stone Sand) 12mm thick mixed with water proofing compound conforming to ISS at 2% by weight of cement used and the joints pointed neatly to full depth of tiles with the same cement mortar mixed with red oxide and water proofing compound including curing etc., complete complying with standard specification and as directed by the departmental officers. |
| 5 | Supplying, Fabricating and Placing in position Mild steel/Ribbed Tor steel grills for all RCC works as per design given including cost of steel and G.I. binding wire in all floors etc. Complete complying with standard specification. (Contractor has to make his own arrangements for the supply of steel and binding wire) |
| 6 | Prior to installation of the Galvashield XPI units, check the continuity of the steel reinforcement. Any loss of continuity will require additional electrical connectionsor restoration of continuity by effective means. Select a location for the Galvashield XPI as close as practical to the edge of the repair zone. Galvashield XPI units should be positioned around/along the repair boundary. In addition to standard substrate preparation, the Galvashield XPI anode(s) shall be thoroughly pre-soaked in clean water for a minimum of 10 minutes and a maximum of 20 minutes, prior to the application of the repair mortar. Tighten tie wires using Galvashield Fixing Tool so that no free movement is possible, thus ensuring good electrical continuity. To test electrical continuity between tie wires and reinforcement bar a continuity meter should be used. |
| 7 | Clean the rebars using the rust remover if there exists any rust, otherwise clean the rebar free of foreign material. Mix the base and hardener of the zinc rich epoxy resin mechanically using a slow speed heavy duty drilling machine fitted with mixing paddle. Apply the mixed materials to the cleaned rebar and allow it to dry complete. |
| 8 | Application of two component epoxy bonding agent Nitobond EP or equivalent after the surface has been completely prepared. Care shall be taken to achieve uniform application of the epoxy bonding agent over the prepared area. |
| 9 | Supplying and erecting steel centering including necessary supports For plane surfaces such as rectangular or square RCC columns etc. which require only nominal strutting using mild steel sheets made of 10 gauge thick welded with MS angle size 40mm x 40mm x 5 mm and supported by Steel Adjustable Telescopic Props of Size 2m x 2m (expandable upto 3.60m) made with outer steel pipe with dia 50mm (3.60mm thick) and inner steel pipe with dia 40mm (2.90mm thick).etc..complete in all floors complying with standard specifcation. Steel Adjustable telescopic props shall be provided as directed by the departmental Officers. (Payment for centering shall be given after the concrete is laid). |
| 10 | Micro Concreting for the damaged structural element like slab/beam/column by Stocking sufficient quantity of micro concrete and 12mm downgraded chips on site to enable the completion of the pouring in a continuous operation. An approved concrete mixer or a slow speed heavy duty drilling machine fitted with mixing paddle shall be used. Mix the micro concrete and the 12mm down grade chips in the ratio of 1: 0.5 (one part of Renderoc RG and 0.5 part 12mm down chip) by weight with required quantity of water powder ratio 0.16 and place the same to the prefixed formwork well before the epoxy jointing compound dries up. Remove the formwork after 24 hours in the case of columns and after a period of 72 hours in the case of slab and beam and check for any surface defects and if so apply the polymer modified mortar complete. The rate shall include the cost of all the operations and complete. |
| 11 | Special Curing Immediately after completion of the repair works, the surface should be sprayed water once and followed by application of membrane based curing compound like Nitobond AR of Fosroc or equivalent diluted with water in the ratio of 1:1 as a curing. |
| 12 | Drilling 10mm diameter holes up to a depth of 60mm maximum and fix pre fabricated 8mm diameter L shaped anchor rods as shear connectors at where ever required on the surfaces of the slab or any other structural member as the case may be. Clean the same using water and make sure that there is no fine particle present in the hole. Mix the base and hardener of the polyester resin with the spatula thoroughly. Fill the drilled and cleaned holes to a minimum depth of 1/3rd of the hole with the prepared polyester resin. Make sure that the resin has reached till the end of the hole. At this stage push the shear connector gently in to the hole and finish the excess resin which comes out of the hole and allow the shear connector to be undisturbed for minimum 20 minutes complete. |
| 13 | All the areas which are under consideration for the repair &rehabilitation are to be provided with double leggedscaffolding independent of the work having two sets of vertical supports. The supports shall be sound and strong, tied together with horizontal pieces over which scaffolding planks shall be fixed. Supply and fixing of scaffolding with bracing including cost of all material, all labour charges etc |
| 14 | Providing Vargapoochu over the core walls of Rajagopurams /Vimanams with in cement mortar 1:4 (One cement and four sand) complete including shaping the Mugapathrams, Mahanasi, Koodu, all Ornamental works to proper shape byembedded broken bricks of shaped/chiseled bricks, rough-plastering with cement mortar 1:4 (One cement and four sand) and finishing with final ornamental plastering and naysm theervai including cost and conveyance of all materials, labour therefore, lifting of materials, all working heights, curing with water etc., complete including all extra for folding and including clearing from the Vimanam/Gopuram 100sft superficial area. |
| 15 | Supplying and fixing in position best approved of BIS quality PVC rain water down fall pipes having a pressure of 4 kg. /sq.cm including cost of necessry PVC shoe, PVC bend, cast iron gratings of required diameter and special clamps, brass screws, nails, etc., and fixing of cast iron gratings at junction of parapet and the RCC roof slab including finishing neatly etc., complete. The rate shall be inclusive of cast of removable cast iron grating. The PVC pipe shall be fixed in wall with special type of \\"U\\" clamp at the centre of the pipe line in addition to those for more than 3.0 metre pipe length, etc., complete complying with standard specification and as directed by the departmental officers A). 160mm dia PVC pipe – for one floor |
| 16 | 110mm dia PVC pipe – for one Floor |
| 17 | Painting with multicolour (Panchavarnam) good enamel paints complete for the Vimanams/Gopurams, including cost and conveyance of all materials, labour charges, including Artist painter, working in heights, lifting of materials, cost of brushes, etc., complete - which including all extra for foldings-100sft, superficial area. |
| 18 | Sub Total |
| 19 | GST @ 18% Please Enable Macros to View BoQ information |
AI Tender Summary
Tender Timeline
Aug 28, 2026
11:30 IST
Tender Published
Tender notice published.
CompletedSep 16, 2026
17:00 IST
Bid Submission Deadline
Online submission via eProcurement portal.
TodaySep 16, 2026
Bid Opening Date
Technical bids will be opened and evaluated.
TodayTender Documents
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